CN206698856U - One kind greening flower trough - Google Patents
One kind greening flower trough Download PDFInfo
- Publication number
- CN206698856U CN206698856U CN201720246076.1U CN201720246076U CN206698856U CN 206698856 U CN206698856 U CN 206698856U CN 201720246076 U CN201720246076 U CN 201720246076U CN 206698856 U CN206698856 U CN 206698856U
- Authority
- CN
- China
- Prior art keywords
- side slope
- cell body
- greening
- frame
- panel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model provides a kind of greening flower trough, it includes being fixedly mounted on Vierendeel girder and multiple cell bodies in side slope, the cell body includes cell body framework and the panel as cell wall, the cell body framework is fixedly mounted on the Vierendeel girder, the panel is fixedly mounted along the cell body frame facet, and forms the cell body that cross section is del.Thus, the panel of cell body is mainly fixedly mounted in cell body framework by the utility model, and the cell body of a del is formed with side slope, planting plants etc. can be thus carried out in the greening flower trough, culture soil is placed due to only flower trough need to be afforested at it, so when carrying out slope greening to high steep, hard soil, rock side slope, it is not easy to be influenceed by grade of side slope, domatic soil condition, the afforestation effect that has a wide range of application is good；Meanwhile it makes convenient, simple to install；The triple effects of water conservation, soil conservation, fertilizer conservation are also equipped with, form three-level ecosystem, side slope safety is stable, good in economic efficiency.
Description
Technical field
It the utility model is related to the technical field of side slope protection and greening, and in particular to one kind greening flower trough.
Background technology
With the development of national economy, mountain area architectural engineering is more and more, thus forms a large amount of high excavation and filling slope retaining works
Journey.Therefore, the side slope of original state massif side slope, generation landslide or the unstability to wrecking carries out supporting protection, side slope is formed
Supporting, massif reparation, a series of engineerings of restoration of the ecosystem.
For some high steep side slopes, if soil property is decayed rock, hard soil layer, nutritional ingredient are unfavorable for vegetation growth less
Soil or easily by the domatic of rain drop erosion, slope protection, greening and life are not often had using the greening method of routine
The effect of state reparation.In existing side slope protection technology, by the slip casting that 9~15m length is squeezed into domatic formation certain angle direction
Anchor pole, injecting cement paste, permanent anchor pole and domatic lattice girder form entirety, can cut off the potential inner deep slide surface of side slope, prevent
Only side slope overall collapse, and can carry out domatic shallow-layer protection by the lattice girder on domatic.Pass through the green grass on domatic, side
Slope design needs can play good side slope protection effect, and can betterment works environment, embody the beautiful slope plant of the places of cultural interest.
Conventional greening side slope vegetative cover treatment method mainly has following three kinds：
1st, Vierendeel girder grid method：Geometric type framework is made on domatic, backfill part is planted in the Vierendeel girder grid of formation
Soil, mixed with original soil so as to meet the growth conditions of plant.Such a method is rich in vegetation suitable for compared with gently sloping surface, original-state soil
Required nutrition.Because backfill planting soil is not easy to be compacted, crack is formed between undisturbed soil, is often penetrated into and washes away by rainwater, support
Shield difficulty is big, and economy is poor, construction period length.
2nd, plant method is sprayed：Three dimensional network is set on domatic, sowed grass seeds by duster shrub seedses with do mechanization operation, completion covers nothing after sowing grass seeds by duster
Spin cloth progress seed to fix, watering maintenance vegetation sprouts.The method is primarily adapted for use in stable gentle side slope, and rain drop erosion is few,
Constructing operation relative ease.But this method greening time is longer, is influenceed by place, weather and plant variety etc., vegetable seeds exists
Survival rate is low under exsiccosis.
3rd, attack a vital point trench method：Cave is dug in the side slope of original soil, solid fertilizer is put into and is mixed with original soil, planting plants.This side
Method effect is naturally, cover green quick.But because some side slope surfaces are high steep, if soil property is hard soil or rock, construction and excavation
Difficulty is larger, vegetation survival rate and covers green effect and is seriously limited by the size attacked a vital point.Cause what is added if size is smaller
Nutrient planting soil amount less and afforestation effect is bad；If size is larger excavate difficulty increase, difficulty of construction increase increase investment into
This.
Certain limitation with greening method be present in above slope retaining.It is that plantation afforestation vegetation is not easy to survive first, administers
After cover green DeGrain, later stage Meteorological is high；Next to that it is single to cover green vegetation, fail to form complete restoration of the ecosystem body
System；It is that difficulty of construction is big in being afforested for high gradient slope supporting again, is unfavorable for promoting the use；Finally it is the failure to well to latent
Side slope on landslide is administered.
Utility model content
In order to solve the above technical problems, the purpose of this utility model is to provide a kind of greening flower trough, the greening flower trough energy
The high gradient slope of prior art is enough overcome to afforest, the technical problem that massif vegetation repair and original ecological recovery difficulty are big.
Based on this, the utility model proposes one kind to afforest flower trough, it include being fixedly mounted on Vierendeel girder in side slope with
And multiple cell bodies, the cell body include cell body framework and the panel as cell wall, the cell body framework is fixedly mounted on the frame
On setting a roof beam in place, the panel is fixedly mounted along the cell body frame facet, and forms the cell body that cross section is del.
Optionally, the cell body framework includes multiple vertical beams and straining beam, and one end of the vertical beam is fixed on the frame vertically
On setting a roof beam in place, the other end of the vertical beam is fixedly connected with the straining beam being horizontally arranged on the Vierendeel girder.
Optionally, the junction of the vertical beam and the straining beam is provided with reinforcement.
Optionally, the flower trough also includes the multiple anchor poles being embedded in side slope, and the anchor pole is fixed with the Vierendeel girder
Connection.
Optionally, the lower section of the panel is provided with osculum.
Optionally, the nutrition soil layer of suitable plant growth is equipped with the cell body.
Optionally, one end that the straining beam is fixedly connected with the Vierendeel girder is provided with straining beam anchor bar.
Optionally, one end that the vertical beam is fixedly connected with the Vierendeel girder is provided with vertical beam anchor bar.
The utility model also proposed a kind of side slope protection greening structure, and it is included along the Vierendeel girder in side slope, the frame
Setting multistage of setting a roof beam in place afforests flower trough described above in stepped ramp type.
Implement the utility model embodiment, have the advantages that：
The utility model mainly the panel of cell body is fixedly mounted in cell body framework, and with side slope formed one fall three
Angular cell body, planting plants etc. can be thus carried out in the greening flower trough, training is placed due to only flower trough need to be afforested at it
Soil is supported, so when carrying out slope greening to high steep, hard soil, rock side slope, is not easy by grade of side slope, domatic soil
The influence of matter condition, the afforestation effect that has a wide range of application are good；Meanwhile it makes conveniently, simple to install, overcomes prior art
The shortcomings of construction period length and construction are not easy；The triple effects of water conservation, soil conservation, fertilizer conservation are also equipped with, form three-level ecosystem, side
Slope safety and stability, it is good in economic efficiency.
Brief description of the drawings
Fig. 1 is that the inverted triangle of preferred embodiment of the present utility model afforests the structural representation that flower trough is arranged in side slope；
Fig. 2 is the amplification profile at riser positions of the preferred embodiment Fig. 1 of the present utility model at A；
Fig. 3 is vertical beam, the amplification profiles at straining beam position of the preferred embodiment Fig. 1 of the present utility model at A；
Fig. 4 is front view of the preferred embodiment of the present utility model in side slope.
Description of reference numerals：
1st, cell body；11st, panel；111st, longitudinal reinforcement；12nd, cell body framework；2nd, side slope；3rd, anchor pole；4th, Vierendeel girder；41st, frame
The longeron set a roof beam in place；42nd, the crossbeam of Vierendeel girder；5th, vertical beam；51st, vertical beam anchor bar；6th, straining beam；61st, straining beam anchor bar；7th, seek
Support soil layer；8th, tension rib；9th, osculum.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belong to the scope of the utility model protection.
As shown in Figures 1 to 3, a kind of greening flower trough of the utility model preferred embodiment, it includes being fixedly mounted on side slope 2
On Vierendeel girder 4 and its multiple cross section into the cell body 1 of del, the cell body 1 includes panel 11 and cell body framework 12,
The panel 11 is fixedly mounted in the cell body framework 12, and the cell body framework 12 is fixedly mounted on the Vierendeel girder 4.By
This, the utility model mainly the panel 11 of cell body 1 is fixedly mounted in cell body framework 12, then with the framework in side slope 2
Beam 4 is poured, and forms the cell body 1 of a del, planting plants etc. can be thus carried out in the greening flower trough, by
Culture soil is placed in only flower trough need to be afforested at it, slope greening so is being carried out to side slopes 2 such as high steep, hard soil, rock matter
When, it is not easy to be influenceed by the gradient of side slope 2, domatic soil condition, the afforestation effect that has a wide range of application is good；Meanwhile it makes
It is convenient, simple to install, overcome the shortcomings of prior art construction period is long and construction is not easy；It is also equipped with water conservation, soil conservation, fertilizer conservation
Triple effects, form three-level ecosystem, and the safety and stability of side slope 2 is good in economic efficiency.Such as：The thickness of panel 11 is preferably set
150mm is set to, is highly 1000mm, while based on the longeron 41 of the crossbeam 42 of the Vierendeel girder in side slope 2 and Vierendeel girder
Along the whole installation of Vierendeel girder 4, double-layer double-direction reinforcing bar is also set in it, panel 11 is preferably finally used into C20 concrete
Pour, poured again after the supporting construction of side slope 2 reaches design requirement intensity, complete greening flower trough of the present utility model
Make.
Therefore, nutrition soil layer 7 can be thus equipped with cell body 1, in order to be more suitable for seed being planted in Nutrition Soil
On, the survival rate of plant is helped to ensure that, is also covered by Three-Dimensional Network Seeding green the domatic cell body 1 of side slope 2 is outer, prevents soil quilt
Water washes away, specifically, such as：The thickness of nutrition soil layer 7 is set to 100~200mm, contributes to the later stage life of the grass-seed of well developed root system
It is long, in addition, root system of plant can be stretched into the former slopes soil body, arbor, shrub and ground quilt can be innovatively planted, is formed complete
Three-level ecological vegetation system.
Further, the cell body framework 12 includes multiple vertical beams 5 and straining beam 6, and one end of the vertical beam 5 is fixed on vertically
On the Vierendeel girder 4, the other end of the vertical beam 5 is fixedly connected with the straining beam 6 being horizontally arranged on the Vierendeel girder 4；
Further, the junction of the vertical beam 5 and the straining beam 6 is provided with tension rib 8, the vertical beam 5 is anchored with straining beam 6 together with,
Such as：When Vierendeel girder 4 is preferably dimensioned to be 400mm*400mm, vertical beam 5 and straining beam 6 can be according to the spacing of the longeron of Vierendeel girder 4
It is arranged to 2.5m~3.0m, the vertical reinforcement in Vierendeel girder 4 preferably usesAnd anchor into the crossbeam 42 of Vierendeel girder
In, horizontal reinforcement is then preferably uniformly laid using the@150 of φ 10, and passes through vertical beam 5.
Further, the greening flower trough also includes the multiple anchor poles 3 being embedded in side slope 2, the anchor pole 3 and the frame
Set a roof beam in place and 4 be fixedly connected, it is contemplated that panel 11 and the greening flower trough region earthing lateral pressure of the del of the domatic formation of side slope 2
Larger, the utility model in the domatic of side slope 2 by being driven into anchor pole 3, or side slope 2 sets the anchor pole 3 of anchor hole 7, on the one hand by anchor pole 3
Anchor head be directly closed in the vertical beam 5 of cell body 1, reduce and anti-corrosion pier nose be set, be on the other hand mainly that fixed frame is set a roof beam in place and 4 made
Its reasonable stress, the building-in depth for solving the problems, such as Vierendeel girder 4 not enough topple；Furthermore, it is contemplated that the supporting of side slope 2
Basis of the crossbeam of Vierendeel girder 4 as the panel 11 of greening flower trough, the crossbeam reinforcing bar colligation simultaneously of panel 11 and Vierendeel girder 4, and
Panel 11 is vertical direction, is advantageous to colligation, simple and easy, can with saving construction cost, accelerating construction progress, such as, described
The length that the reinforcing bar of panel 11 is anchored into crossbeam about 250~350mm, while osculum 9 also is provided with the lower section of the panel 11,
It is easy to afforest the draining of flower trough, is advantageous to the growth of vegetation, final domatic water is discharged into municipal drainage system by sough 4
System, avoids excess surface water, and the landslide hazard of side slope 2 occurs so as to prevent the toe soil body from being softened by rainwater；In order to further increase
The intensity of strong panel 11, is provided with longitudinal reinforcement 111 in fact in the panel 11, also by the longitudinal reinforcement 111 in panel 11 with
The cell body framework 12 is fixedly connected, and is fixedly connected with one end of the straining beam 6 provided with straining beam anchoring steel with the Vierendeel girder 4
Muscle 61, one end that the vertical beam 5 is fixedly connected with the Vierendeel girder 4 are provided with vertical beam anchor bar 51.
As shown in figure 4, the utility model additionally provides a kind of side slope protection greening structure, it is included along the frame in side slope 2
Set a roof beam in place 4, the Vierendeel girder 4 sets multistage to afforest flower trough as described above in stepped ramp type, so contributes to side slope 2 and afforests and prevent
Only rainwater side slope 2, which is washed away, plays energy dissipating effect.
The utility model additionally provides a kind of preparation method of the greening flower trough described in utilization, and it comprises the following steps：
Vierendeel girder 4 is fixedly mounted along in side slope 2, cell body 1 includes cell body framework 12 and the panel 11 as cell wall, institute
Cell body framework 12 to be stated to be fixedly mounted on the Vierendeel girder 4, side of the panel 11 along the cell body framework 12 is fixedly mounted,
Then poured with the Vierendeel girder 4 in side slope 2, eventually form the cell body 1 that cross section is del.
In summary, the panel 11 of cell body 1 is mainly fixedly mounted in cell body framework 12 by the utility model, Ran Houzai
By carrying out one-piece casting with the Vierendeel girder 4 in side slope 2, complete cell body 1 of the present utility model and make, due to its making side
Just, contribute to shorten the duration, and when carrying out slope greening to high steep, hard soil, rock side slope 2, be not easy by the slope of side slope 2
Degree, the influence of domatic soil condition, the afforestation effect that has a wide range of application are good；Also overcome prior art construction period length, greening effect
Fruit is bad, construction is not easy and afforested the shortcomings of difficulty is big；Meanwhile the utility model also uses its multiple cross section into del
Cell body 1, its simple to install, have water conservation, soil conservation, the triple effects of fertilizer conservation, formed three-level ecosystem, the safety and stability of side slope 2,
It is good in economic efficiency.
Described above is preferred embodiment of the present utility model, it is noted that for the ordinary skill of the art
For personnel, on the premise of the utility model principle is not departed from, some improvement and deformation can also be made, these improve and become
Shape is also considered as the scope of protection of the utility model.
Claims (9)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720246076.1U CN206698856U (en) | 2017-03-14 | 2017-03-14 | One kind greening flower trough |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720246076.1U CN206698856U (en) | 2017-03-14 | 2017-03-14 | One kind greening flower trough |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206698856U true CN206698856U (en) | 2017-12-05 |
Family
ID=60469634
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720246076.1U Active CN206698856U (en) | 2017-03-14 | 2017-03-14 | One kind greening flower trough |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206698856U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108551923A (en) * | 2018-05-21 | 2018-09-21 | 中铁西北科学研究院有限公司 | Abrupt slope planting unit in anchored frame |
| CN108887018A (en) * | 2018-08-10 | 2018-11-27 | 大连久鼎生态流域治理开发有限公司 | Tree planting structure and method on rocky slope |
| CN109811776A (en) * | 2019-03-05 | 2019-05-28 | 吉林大学 | An assembled lattice frame beam |
-
2017
- 2017-03-14 CN CN201720246076.1U patent/CN206698856U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108551923A (en) * | 2018-05-21 | 2018-09-21 | 中铁西北科学研究院有限公司 | Abrupt slope planting unit in anchored frame |
| CN108887018A (en) * | 2018-08-10 | 2018-11-27 | 大连久鼎生态流域治理开发有限公司 | Tree planting structure and method on rocky slope |
| CN109811776A (en) * | 2019-03-05 | 2019-05-28 | 吉林大学 | An assembled lattice frame beam |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106900342B (en) | Integrated semi-lithologic high slope vegetation reconstruction protection method | |
| CN204305674U (en) | Anchor pole grid is utilized to carry out shale side slope plantation greening structure | |
| CN106638634A (en) | Road rock slope vine ecological protection structure and construction method | |
| CN106703054A (en) | Ecological slope protection structure of road cutting side slope and construction method | |
| CN206768837U (en) | Highway cutting slope ecological protective slope structure | |
| CN109723068B (en) | Steep concrete frame beam slope protection system and construction method conducive to the growth of slope vegetation | |
| CN110249813B (en) | A greening method for high and steep rocky slopes in mining pits | |
| CN206736931U (en) | Highway Lithological Slope liana ecological safeguard structure | |
| CN113047312B (en) | Slope ecological restoration and monitoring method | |
| CN204443323U (en) | Steep high rock slope pocket-type is from seeping water tape planting | |
| CN107989050A (en) | A kind of device and construction method that moisture nutriment is fed for rock side slope greening vegetation and circulation | |
| CN109811776B (en) | An assembled lattice frame beam | |
| CN101822159A (en) | Method for artificially planting cistanche deserticola by saline water drip irrigation technology | |
| CN206698856U (en) | One kind greening flower trough | |
| CN206547425U (en) | A kind of side slope plants raw slot structure from seeping water | |
| CN110512628A (en) | A kind of slope ecological restoration method | |
| CN102677651B (en) | Method for ecological restoration of mountain | |
| CN104294829A (en) | Rock slope combined type protective structure and method | |
| CN112144552A (en) | Damaged mountain ecological vegetation restoration structure, implementation method and application thereof | |
| CN105625440A (en) | Vegetation restoration method for rock slope and hard protection slope | |
| CN215211095U (en) | Surface mine vertical or high-steep rock slope ecological restoration structure | |
| CN209816870U (en) | Conducive to slope vegetation growth steep concrete frame beam slope protection system | |
| CN219352477U (en) | Structure for utilizing vine plants and shrubs to compound green side slope | |
| CN101235646B (en) | Building slope ecological supporting member | |
| CN210094189U (en) | A planting structure of cherry tree on steep slope |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |